HomeMy WebLinkAbout1.1-7141 PH 2 RECORD DRAWINGSSTRE FT IMRPOVEMENT PLANS TRACT 7141 PHASE CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA PAHNORAMA DR. T N sJe 2 8 N.T.S. TRACT 7141 PHASE 1 PROJECT AUBURN ST. SITE N gtA 52 3 30 178 HIGHWAY sJE SCALE: 1=80' LOCATION MAP 2 5- 32 29 WDIDNUMBER: SPECIAL PROVISIONS TO OWNER AND CONTRACTOR: ) THE CONTRACTOR(S) SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS SHOWN ON 5F15C396 154 33 THESE PLANS. SCALING OF THESE DRAWINGS IS NOT REC*OMMENDED. ANY ERRORS OR BENCH MARK: OMISSIONS SHALL BE REPORTED IMMEDVATELY TO SAN JOAQUIN ENG TOP CONC CENTERLINE INTERSECTION PANORAMA DRIVE ALL UTILITY LOCATIONS SHOWN ARE APPRCPXMATE AND ARE SHOWN FOR INF ONLY. AND THORNER PER CITY BM BOOK, ELEV=8: 19.32' (USGS DATUM) CONTRACTOR SHALL CALL USA AT 81 1 AND VERIFY UTILITY LOCATIONS 48 HOURS PRIOR TO CONSTRLICTION. ) LEGAL DESCRIPTION: BEING A SUBOVISION OF A PORTION OF THE SOUTH HALF OF THE SOUTHWEST 6o { QUARTER OF SECTION 18, T. 29 S., R. 29 (D AREA = 15.30 AC. MATERIALS LIST ) TOTAL NUMBER OF LOTS = 52 h
(D) ESTIMATED QUANTINIES, NOT TO BE CO 6 36 25 USED FOR BIDDING PURPOSES (') D
LD QWNER/DEVELOPER ITEM ESTIMATEDQJANTITIES ) LG HOMES - - CALIFORNIA, LLC 495 E. RINCON ST., SUITE 101 N 7 46 37 24 CORONA, CA 92879 CONCRETE SIDEWALK 23,113 S.F. H (661) 367-0734 SURVEY 2 EA D STREET S/GNS 4 EA S/GN - - W31 WTTH OM4-3OBJECT MARKER EA DRMVE APPROACHES 5,863 S.F. 23 45 38 CURB RAMPS 4 EA BASIS OF BEARING CURB AND GUTTER 4,639 LF. THE BEARING OF N E WHICH IS THE WEST LINE OF THE SOUTHWEST STREET LIGHTS: TYPE A ORB 9 EA QUARTER OF SECTION 18, T. 29 S. - - R. 29 E., AS SHOWN ON RECORD OF & AG. BASE 86, 111 S.F. SURVEY RECORDED IN RECORD OF SURVEY BOOK 6, PAGE 46 WAS USED AS 22 44 9 39 0.2' AC PAVING ,249 TONS THE BASIS OF BEARING FOR THIS MAP. ) 0.7' CL 2 AG. BASE 2,233 CY SUB--GRADE COMPACTION 3, 189 CY INDEX AQ E LENGTH OF LOCAL STREETS 2,382 LF 2 43 40 0 SHEET NO. DESCRIPTION LEGEND COVER SHEET NOTES AND TYPICAL SECTIONS CONSTRUCT STD. SURVEY MONUMENT ENCASEMENT PER 20 PLAN AND PROFILE: BEAVERHEAD A VENUE STD. ST-22, PLAN AND PROFILE: CHLJKCHANSI A VENUE INSTALL STREET NAME SIGN PER C.0.B: STD. T- 5) PLAN AND PROFILE: SETH ALEXANLDER WAY INSTALL STREET LIGHT PER C.0.8. STD. ST- -23 TO ST- ) SEWER MAIN (SEE SEWER PLANS) ENGINEER'SSTATEMENT FIRE HYDRANT LOCATION OAW T THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION ) SETH AL EXA ND ER WAY AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE AITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN THEY INCLUDE ALL ) No 54058 /MPROVEMEN7 REQJIREMENTS OF THE ADVISORY AGENCY OR OTHER REMEW BOARD. ANY ERRORS, OMISSIONS, OR VOLATIONS OF THOSE ORDIN,ANCES, STAND,ARDS, AND DESIGN 19 2 CRITERIA ENCOUNTERED DURING CONS TRUCTION SHALL BE CORRECTED AND SUCH OF CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. BRETT DA WSON 54058 EXP. 12/31/23 DATE TRACT 7141 PHASE 2 REVIEWED BY KEY MAP /)) DATE RYAN J. STARBUCK, TRAFFIC ENGINEER R.C.E 5765 N DATE LUIS A. TOPETE, ASSISTANT PUBLIC WORKS DIRECTOR Underground Service Alert R.C.E 67236 BOFORE 11 CALL TOLL FREE RECORD DRAWING DATE GREGG R. STRAKALUSE - PUBLIC WORKS DIRECTOR R.C.E 58663 OF CAL TO MORKNG DEFORE hr City Recerds Nc City Records No.
GENERAL NOTES COB STREET IMPROVEMENT NOTES (CONT COB ASPHALT CONCRETE PAVING NOTES(CONT.) ALL CONSTRUCTON SHLL CONFORM TO THIS PLAN ME CALIFORNIA BUILDING CODE, LATEST 10, NEW STREETS SHALL BE EXTENDED AT INTERSECONS AS DIRECTED gY THE PUBUC WORKS DIRECTOR W STANDARDS PERTAINING THERETO, THESE DOCUMENTS BE MADE A1 PART HEREOF 15. F THE JEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COI#PACTION LFSS OROER TO PROVIDE A TIE INTO EX/STING STREET PAVEMENT. THAN 90% OR MORE THAN 96% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL &E REMOVED AND 2 ALL CONS7RUCTION WITHIN THE cry RIGHT-OF-MY OR CTY EASEMENTS SHALL BE IN ACCORDANCE WTTH CITY REPLACED WTTH MATERIAL THAT DOES MEET THE NN-PLACE DENSITY REOL THE CORRECTIVE WORK SHALL BE 1. SEWER LATERAL LOCATIONS SHLL BE STAWPED (S) INTO THE CURB FACE OVER EACH LATERAL PER SW- OF BAKERSFIELD STANDARDS AND STATT OF CALIFORNIA DEPARTUENT OF TRANSPORTTANON STANDARD AT THE CONTRACTOR'S EXPENSE SPECIFICAPON'S, LANEST EDIION ALL REFERENCES 7O SECION 90 OF THE CAL TRANS STANDARD SPEC&F SHALL REFER TO THE CAL TRANS STANDARD SPECIFIC DANED JULY 1992. THESE 12. ELEVATONS AD GRADES SHOWN Ow THE PROFILES ARE GUTTER FLOW LINES 6 DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERIAINED BY: STANDARDS, DRAWINGS AND DETALS SHALL BE CONSIOERED A PART OF THESE PLANS ANO THE CONTRACTOR A A PROPERLY NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR SHLL OBTA/N A COPY FOR HIS USE D1188-96 (2002)EL WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTINGL 2INC SHALL INSTALL PERMANENT TRWFIC COWTROL SIGNINC AND OTHER SAFETY DEVCES (NOT STEARATE MAY BE SUBSTITUTED WTTH PARAFIN. SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DARECTOR, THE J THE CONTRACTOR SHALL OBTAN ALL NECESSARY PERUITS BEFORE START OF CONSTRUCT7ON. AN OPEN STREET C IN CASE OF DISPUTE, METHOD B* SHALL BE USED, PRICE FOR THIS ITEV SHALL &F INCLUDED IN THE PAVEMENT PRCE PERUIT SHILL BE OBTAANED THE GITY OF FOR ANY WORK TO &E PERFORMED IN THE EXISTING, ACCEPTED STREET RAGHT--OF-WAY UNLESS SECURED BY A SUBDMVISION AGREEMENT, SECURITY BASED 7. F THE F7NISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, /T 4. SIGN PANELS SHALL BE MOUNTED ON POSTS HAWKINS L2G SERES BOLT AND VANDAL PROOF NUT SHALL BE BROUGHT MTTHIN TOLERANCE BY ETTHER: (1) ABRASME GRINDING MITH EQUIPMENT UNLZING DWMOND ON AN APPROVED ENGINEER'S ESTUUATE FOR THE WORK PERFORMED WITHN THE STREET RIGHT-OF- - MAY AND ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAL J-=2 SHALL BF LOCATED BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL INSURANCE, AS REOUIRED, SHALL BE PROVDED PRAOR TO ISSUANCE OF A PERMIT SIDEWALK, 6* FROM BACK. BE SELECTED BY THE CITY ENGINEER THE CORRECTME SHALL BE AT THE CONTRACTOR'S EXPENSE 4. 24 NOUR NOTICE PROR TO THE START OF ANY PHASE OF CONSTRLACTION, THE CITY CONSTRUCFON 15. AN OPEN STREET PERUT SHALL BE OBTAINED FROV THE CITY OF BAKERS-TELD PUBLIC WORK'S IF ABRASNE GRINDINC IS USED TO BRING THE FINISHED SURFACE TO SPECIFED SURFACE TOLERANCES, ADDITIONAL INSPECTION SECIION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE THE SECTION WAY BE NOTFIED AT DEPARTMENT FOR ANY WORK PERFORMED WTHIN EXISTING ACCEPTED STREET RAGHT--OF-MAY. UNLESS GRINDINC SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE CRINDING AREA 50 THAT THE UDINL LMITS (66: 1)326-3049. SECURED BY AN EMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BILSED ON AN APPROVED OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LNE OR PAVEMENT ENGINEERS FOR THE WORK PERFORMED WITHIN THE PCHT:-OF-WAY SHALL BE POSTED PRIOR TO EDGE, AND THE TRANSYERSE LMITS OF GRINDINC ARE NORMAL TO THE PAVEMENT CENTERL AL GROUND AREAS 5. THE CONIRACTOR &S RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA ANIO MEASUREMENTS AT THE BUILDING ISSUANCE OF THE PERMIT SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APFPEARANCE ABRAS/VE GRINDINC SHALL CONFORM TO THE SITE PRIOR TO CONSTRUC NOT SCALE DRAMINGS, WRITTEN ON THESE DRAMINGS SHVLL REQLAIREMENTS AN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPMS OF SCTTION 42-2.02, TCONSTRUCTION, HAVE PRECEDENCE OVER SCALED DIMENSIONS. SAW JOAQUIN ENGMNEERING, INC MUST BE NOTIFRED OF ANY SHLL BE SOUD STATE LIGHT EUTTINC DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) ( OF THE STANOARD SPECIF A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE FROU THE DMEVSIONS AND CONDIT'ONS SHOWN BY THESE AND SHALL CONFORM/ TO THE LATEST REQUIRERIENTS OF THE CURRENT CITY OF BAKERS)L0 LD STREET CONTRACTOR'S EXPENSE THE FOG SEAL COT BE ETHER ASPHALT RE.JUVENATING AGENT OR ASPHALTIC UGHTING EMULSION AS DIRECTED BY THE CITY ENGINEER 6. EXISNING UTILTY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVALABLE RECORDS. ENGINEERSNOT RESPOSIBLE FOR POSSIBLE ERRORS OR OW/SSIONS. THE CONTRACTOR IS 7 SUBGRADE FOR DRIE APPROACHES AND CROSS CUTTERS SHALL BE CONSTRLXCTED TRUE TO GRADE AND /9. ARTERAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORING TO RESPONSMBLE FOR VERIF7ICATION OF THE LOCATION AND DEPTH OF ALL PRIOR OF ANY CROSS SECTION AND COMPACTED TO 95% DRY DENSITY AS DETERMINED BY ASTA/ 0-1557 TO SECTION 200-2.2 OF THE GREENBOOK* BASF MATTRIAL FOR LOCAL STREETS SHALL BE CAB OR FNE GRADATION WORK: UNDERGROEWMIND SERVICE ALERT (U.SA 811) SHALL BE CONTACTED AT LEAST TWO MORKING DYS DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1 O' TO EACH SIDE OF APPROACH AND CROSS GUTTER CRUSHED MISCELLANEOUS BASE (CMB) TO SECTION 200-24 OF THE GREENBOOK* WHICH ALLOWS UP TO PRIOR TO ANY CONSTRL OR LXCAVA 50% OF THE VOLUME TO BE TO BE RECLAMED ASPHALT CONCRETE PORILAND CEMENT CONCRETE LEAV CONCRETE 18, NOTE TO STAMP A "* ON TOP OF CURB OF MWEDAN OVER EACH CONDUIT LOCATION. BASE, CEMENT TREATED BASE OR A COMBNATION OF THESE MATERALS, OTHER RECYCLED BASES SHALL NOT BE 7. ANY EXISTING EMENTS OR UTIL/TIES THAT ARE REMOVED, DAMAGED OR UNDERCUT CONTRACTOR'S ALLOMED. AGCRECATE BASE SHALL 8C COUPACTED TO A OF 95% DRY DENSTY OPERATONS SHALL BE REPAUIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE 19. NO PUBLIC WORKS INSPEC BE GVEN FOR THE WORKING IN THE UNDEDICATED IN THIS PROPERTY UNTIL AN IENT PERMIT HAS BEEN OBTAINED, ENGINEER AND APPROVED BY THE GOVERNINC AUTHORITY 20, PAVNC CONTRACTOR SHALL GRADE THE PAVNG AREAS TO THE MODIFIED CAL TRANS STANDARD SPEC#FTICANION SECTION 19-1 OJ PER THE CITY OF BAKERSFTELD: IMMEDATELY PRIOR TO PLACING SUBSEQUENT LAYERS THEREON, THE &. IF A PROBLEY/ OR CONFUICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESFONSIBIUTY 20, INSTALL RAISED BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT PER FIREDPARTMENT GRADING PLANE SHALL CONFORM/ TO THE FOLLOWING: REQLAREMENTS Or THE OWNER OR GRADING CONTRACTOR TO NOTIY THE ENGINEER ATELY PRIOR TO ANY FURTHER A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE WORK GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0. 04 FOOT ABOVE OR BELOW THE GRADE ESTA8I BY THE ENGINEER 9. THE CONTTRACTOR SHLL FURNISH ALL LASOR, TOOLS, EQUIPMIENT AD NECESSARY SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE IS TO &E PLACED ON MHE FOR A COMPLETE AND FUNCTIONAL PRODUCT COB ASPHALT CONCRETE PAVING NOTES GRAOING PLANE, THE GRAOING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEERL 10. ALL WORK WHICH IS DEFECTIVE NV MS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIRE OF THESE DRAMTNGS AND SPECIFICANONS SHVLL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ASPHALT CONCRETE BE TYPE A (MODIFIED) FOR ALL ARTERAL AND COLLECTOR STREETS AND TYPE B (WODIFTED) FOR LOCAL STREETS AND CONFORM/ TO THE PROVSIONS SECTON 39, "ASPHALT ACCEFPTABLE MANNER AND NO COMFPENSATION WILL BE ALLOWED FOR SUCH CORRECNON, OF THE CALTRANS STANDARD SPEC AND THESE SPECAL PROVSYONS. NORMA STAKING AND MARKING OF THE PROJECT WILL BE SUPPLED ONLY ONCE ALL RESTAXING OR CITY STANDARD PLATES REMARKINC ShALL BE AT THE EXPENSE OF THE COITRACTOR 2. PRIOR TO THE ADOITION OF ASPHALT BINDER, THE MINERAL AGGREGATE FOR TYPE A TYPE B ASPHALT CONCRETE CONFORM TO THE REQL OF ar OF SAKERSTIELO STANDARD DRA MNGS SHALL BE OONSIDERED A PART OF THESE PLANS (CONTRACTOR TO SECTION 39-2.018(4). *AGGREGATES,' OF THE STANDARD SPECIACATRONS THE EVENT CONSTRUCTION STAKING BASED ON THE ENGINEER'S PLANS, DRAWINCS OR OTHER DOCUIENTS OBTAIN LATEST EDI TRON THEREOF) GRADING IS ACCOMPLASHED BY ANYONE OTHER THAN THE ENGINEER THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE ENGINEER HARMLESS AND RELEASE THE ENGINEER FROV ALL LABITY ARISING FROM THE USE OF CITY FIG. NO. DESCRIPTION CITY FIG. NO. DESCRIPTION J. ASPHALT BINDER FOR TYPE I (MODIFIED) ASPHALT CONCRETE SHALL BE AR-8000 VISCOSITY GRADED SAID PLANS, DRAMINGS OR OTHER DOCLMMENTS. ST-14.1 LOCAL STREET CROSS SECTIONS ASPHALT, UNLESS OTHERMISE DIRECTED BY THE ENGINEER ASPHALT BINDER FOR NYPE CURB AND GUTTER (TYPE ST- 6o ASPHALT CONCRETE SHALL BE AR-4000 VISCOSITY GRADED ASPHALT. UNLES OTHERWSE DIRECTED SY 1J, THE CONTRACTOR AGREES THAT HE SHALL SOLE AND COVFL&TE RES FOR JOB SITE ST-15 LOCAL STREET CROSS SECTIONS, THE GITY ENGINEER THE ASPHALT BINDER SHALL CONFORM TO THE REQUIRENIEMTS IN THE TABLE FOR MEDAN CURB M- ST-2 COND/TONS DURING THE COURSE OF CONSTRUCTION OF THS PROVECT, IYCL UDING SAFETY OF ALL PORSONS NEO-TRADITIONAL NEIGHBORI100D DESIGN REFINED PAVNG ASPHALTS, WN SECTION 92-1.02, "GRADES, " OF THE STANDARO SPECCICATTONS AND PRODERTY: THAT THIS REOLIIREMENT SHALL APPLY CONTHDOUSLY AND NOT TO NORMAL ST-16A ALTERNATE COLLECTOR CROSS SECTION WITH ST-3 COu!IERCIAL DRNVE APPROACH-TYPE "A" WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED MITH THE MINERAL AGGREGATE SHALL BE DETERMINED BIKE LANES ENGINEER HARMLESS FROV ANY AND LL REAL OR ALLFGED, W COINECTION WIH THE ST-4 BY THE CONTRACTOR ACCCOROANCE MTTH CAUIFORNIA TEST METHOO 367 USING SAMPLES QF MATERVALS COMMERCAL DRIVE APPROACH--TYPE "B" PERFORMANCE OF WORK ON THIS PRQUECT, EXCEPTING FOR LABUTY ARSING FROM THE SOLE NEGLIGENCE OF ST-168 ARTERIAL CROSS SECTION WITH BIKE LANES PROPOSED FOR USE IN THE WORK, THE AMOUNT OF ASPYALT BINDER SHALL BE APPROVED 8Y THE CITY THE OWNER OR THE ENGINEER ST-4, COMIIERCIAL DRIVE APPROACH-TYPE "C- ENCINELR. ST-18 ALLEY CROSS SECTION 14. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAMINCS AND TONS ST-5 COMBINATION SIDEWALK ST-20 CUL-DE-SACS 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CO SHALL SUBMT THE FOLLOWING OR FINDS DISCREPACIES EN OR OMISSTIONS FRON THE DRAWINGS, HE SHALL SUBMIT A MRMTEN REQUEST FOR FOR THE CIY ENGINEER'S REVEW AD APPROVAL: ST-6 DETACHED SIDEWALK AN INTERPRETATON OR A CORRECTION THEREOF PROR TO FLNG HIS PRICE FOR THE PROUECT ST-2 STREET KNUCKLE A A UST OF AGGREGATE AD ASPHALT SOURCE'S ST-7 RESIDENTIAL DRIVE APPROACH-TYPE "A 8ST-22 SURVEY MONUMENT 15, SAN JOAQUIN ENGINEERING, INC. MILL NOT BE RESF OR LAGLE FOR CHANCES TO OR 6. DOCUMENTADON THAT THE AGGREG47ES TO BE PORATED THE WORK USES OF THESE PLANS ANY AND ALL CHANCES TO THESE PLANS MUST BE APPROVED IN WRITING BY SAN CONFORM TO THE REQMREMENTS OF SECTION 39-2.02, *AGGRECATE," OF THE STANDARD ST- 8 ST-23 TYPE 15 POLE RESIDENTAL DRIVE APPROACH-TYPE "B" JOAQUIN ENGIMWEERING, NNC SPECIFICA TIONS AND THESE SPECAL PKCOVS/ONS. WATERIAL SEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SCX (6) OTHER TEST $T-23.1 PULL BOX ST-8 CONCRETE RIGHT TURN LANE INTO COMMERCAL 16 SEE WATER AND SEWER IMFPROVEMENT PLANS FOR OTHER EMENTS THAT ARE PART OF THIS PROVECT. RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR OR PRIVATE DEVELOPMENT ST-2312 COMBINATION METERED/NON-METERED PEDESTAL CAN ASPHALT CONCRETE MIX DESIGN DETERIGNED ACCDORDANCE WTTH CAUFORNTA TEST 367, ST-9 CROSS-CUTTER 7 COMFPACTION JEST NOTE - COMPACTION TESTS SHALL BE THE RESF OF THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED MTTH THE ST-23 3 NON-METERED UTLTY PEDESTAL DEVELOPER/ CONTRACTOR THE NUMBER AD LOCATION O REOUIRED TESTS SHALL BE CURB RAMP MIX DESIGN ALONG WITH THE THEORENCAL DENSITY OF THE DESIGN MIXTURE AS DETERLANED BY THE CTY ENGINEER. ST-23 4 BADGE NUMBER STREET LIGHT DETERAINED BY ASTH 02041 THE ASPHALT CON MIX SHALL MEET THE REOL Sr- PAVEMENT PATCH OF SECTION J39-2.018(4). "AGGREC OF THE STANDARD SPECIFICAPONS AND THESE ST-23.5 BAOCE NUMBER TRAFFIC SIGAAL SLOPE RATIO FROV BACK OF SIDEWALK 70 FACE OF WALL OR STRUCTURE SHLL BE 4:1. EXCEPT SPECAL PROVISIONS. F THE DATA SUBMITTED SHOWS THAT THE MATERALS ARE 8 ST-12 TRENCH BACKFILL AND COMPACTION FOR NWO FEET BEHIND THE WHERE THE SLOPE SHALL BE 2%. ALTERNATMVELY THE CITY SUBSTANTL THE SAME AS WHEN THE DFSIGN #S PREPARED, THE DESICGN MAY BE UP TO STREET LGHT SPACING TYPICAL-PROPOSED REQJIREMENTS ENGINEER APPROVE CURBUNC BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE THREE (3) YEARS OLO, THE CONTRACTOR SHVLL BEAR ALL COSTS ASSOCATED WITH THE ST-23.7 STREET LGHT SPACING SUBDMVISION TYPICAL SIDEWALK TRENCH BACKFILL AND COMPACTION ASPHALT CONCRETE MX DESIGN. REQIJIREMENTS 20, AVY ITEMS IN PUBLIC RIGHT-OF- THAT ARE OR DO NOT MEET CURRENT STANDARDS SET BY 6. WHERE NEW ASPHALT CONCRETE PAYEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTINC & ST-13 STRUCTIJRAL PAVEMENT SECTION PUBLIC WORKS MILL REQUIRE REPAVRING AND/OR UPGRADINC AS PER cmr ENGINEER PAVEMENT SHALL BE SAW CUT. T- STREET NAME SIGN, POST TYPE ST-14 LOCAL INDUSTRIAL CROSS SECTION T-2 21. IF THE PROJECT IS SUBJECT TO THE PROIISONS OF THE NAIIONAL POLLUTANT DISCHARGE EUMINATTON A PRIME COAT WL NOT BE REOUARED OV NON--PAVED AREAS TO SURFACED PRIOR TO THE MISCELLANEOUS SICN DETAL SYSTEM (NPDES), A "NOTICE OF ANTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO PLACEMENT OF ASPHALT CONCRETE HOWEVER, ALL OTHER REOLAIREMENTS OF SECTION 39-4.01, ACCESS LOCATION OF THE STANDARD SPECIFRCATONS SHALL BE MET. DISCHARGE STORM MATER ASSOCHATED MTTH CONSTRUCTOM (SWRC8 ORDER -009-DWO AS T-18 AMENDED BY ORDER 2010-0014-0W0 AND OROER 2012-0006-DWQ) MUST BE STATE MATER MINIMUM STREET ACCESS SPACING ON ARTERIALS 8. THE AREA TO WHICH PANT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBLIC TRAFFIC CARE RESOURCES CONTROL BOARD IN SACCRAMENTO BEFORE THE BEGINNING OF ANVY CONSTRUC AND COLLECTORS SHALL BE TAKEN TO AVOD TRACKING BNDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND COMPLLANCE WITH THE GENERAL PERYIT REQUARES THAT A STORM WATER POLLUTION PREVENTTON PLAN SEWER LATERAL THE LMITS OF CONSTRL (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND AL MAYS BE AVALABLE FOR PUBUC INSPECTION sw-2 MANHOLE DURING NORMA CONSTRU/C HOURS WASTE DISCHARGE TON (WDID) NUNBER 5C396154 HS 9. PAVNG JOINTS ShALL MATCH STRIPE LOCATIONS UNLESS OTHERMTSE PERMITTED BY THE CITY ENGINEERL BEEN ISSUED Y THE STATE WATER RESOARCES BOARD FOR THIS PROJECT sw-2A MANHOLE STANDARO NOTES TO, INTERSECTONS ANO TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEERL MANHOLE DROP CONNECTION ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY The CITY ENGINEER, AND HAND RAKED, F NECESSARY, AND COB STREET IMPROVEMENT NOTES sw-6 FRAMES & COVER FOR MANHOLES & CLEANOUTS COMPACTED TO FORM SMOOTH, TAPERED CONNECTONS. THE SUBDMIDER, I REQUIRED, SHALL O8TAN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERS>ELD WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETES 0.15 FOOT OR LESS, PAVING ORDINANCE, PRIOR TO START OF ANY EARTHWORK. OPERITIONS SHALL BE IDUCTED N SUCH A MANNER THAT. AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER 2 ANY TRENCHING TO BE CONDUCTED MTHIN THS SHALL BE BACKFILLED AND COMPACTED PER CITY THAN THAT WHICH CAN BE SURFACED DURNG THE FOLLOWING SHOFT OF NORMAL PAVING OPER R/W R/W STANDARD DETAL ST-12. ADDIIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRAN DROP--OFFS ON EACH LNE O JO' SUCH ADO/ITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY J. THE CONTRACTOR SHILL REMIOVE OR RELOCATE BSTRUCT)ONS WITHIN THE STREET RIGHT-OF-#Y AS CONFORUS BEFORE THE LANES ARE OPENED TO PUBLIC TRA/FIC. KRAFT PAPER, OR OTHER APPROVED DIRECTED BY THE CITY ENGINEER. BOND BREAKER, MY BE PLACED UNDER THE CONFORMS TO FACILTATE THE REMOVAL OF THE CONFORUS WHENV PAMNG OPERAJIONS RESUME 4 ALL STREETS HAVE BEEN DESKGNED USINVG A R" VALUE AS STATED IN THE SOILS REPORT, SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORM ANON. SHOULD FURTHER TESTING SHOW A 12 WHERE THE COM/PACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0. 15 FOOT, LOWER OF THE ACTUAL IN PLACE MATERIAL STREETS SHALL BE REDESIGNED ACCORDING TO THE PAVNG OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE I$ PLACED ON ALL CONTIGL LAVES OF THE TRAVELED BEFORE THE LANES ARE OPENED TO LOWER R* WALUE, &N ACCORDNCE WITH GITY ENGINEER PUBUC AT THE ENO OF EACH WORK SHIFT, THE DSTANCE BETWEEN THE ENDS OF J I LAYER OF E ASPHALT CONCRETE OW ADJACENT LANES SHALL NOT 8E GREATER 10 FEET. ADDITIONAL ASPHALT 5. RELATIVE COMPACTION OF NOT LESS THW 95% SHALL BE OSTANED FOR A DEPTH OF 0.5 FEET CONCRETE SHALL BE PLACED ALONG THE ERSE DROP-OFFS ON EACH LANE AND ALONG THE BELOW GRADING PLANE FOR THE ENTIRE WOTH OF PAVEMENT (UP OF CUTTER TO LP OF CUTTER). IN LANGITL DROP-OFF BETWEEN ADUACENT LANES, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE ADDITTON, RELAIIVE CO*PACIION OF NOT LESS THAN 95 OBTANED FOR A DEPTH OF 1.0 FOOT HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO ROUGH GRADE LINE BELOW FINISH GRADE ON LOCAL 7O 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COMPACT UNDER 0.55' BELOW FG 0.20' ASPHALTIC CONCRETE OVER PUBLC TRAFFIC. PAPER, OR OTHER APPROVED DOND BREAKER, MAY BE PLACED UNDER THE COLLECTOR AND ARTERAL FROW LIP OF GUTTER TO LP OF GUTTER GUTTER AND SIDEWALK 0.70' AGORECATE CL 2 CONFORMS TO FACIUTATE ME REMOVAL OF THE CONFORMS WIEN PAVING OPERATIONS RESUME TYPE & GUTTER (TYP.) 6* MIN. TO 90X 95% COMPACTION PER CITY OF BAKERSFIELD S/-1 6, THE CONTRACTOR SHALL OBTAIN 90X RELATIVE COMPACTION UNDERNEATH THE SUDEWALK AND CURB AND MX. DENSITY 1.0' SUBGRADE 95 RELATIVE RECORD DRAWING 13. ASPHAL7 CONCRETE SHALL BE COMPACTED TO A 92 PERCENT OF THE THEORETICA COMBINANION SIDEWALK COMPACTION GUTTER TO A DEPTH OF 6' THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. PER CTY OF BAKERSILD STD. ST-5 DENSITY AS DETERMINED D-2041 -030. IN-PLACE DENS/TY SHALL BE DETERAIINED IN ACCORDWNCE MTTH TEST 375. COMPACTTON TESTS SHALL BE THE RESF OF THE DEVELOPER THE NUMBER AND LOCATION OF 54058 7. REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER THE COST OF RETESTING OUE TO FAILED 4. F THE IN-PLACE DENS/TY OF ANY LOT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 8 60' RIGHT- -OF- WAY TYPICAL SECTION COUPACTION TESTS MILL BE BACKCHARCED TO THE CONTRACTOR THAN 94 PERCENT OF THE LAXH/UM/ THEORETICAL DENSITY, THE CONTRACTOF WILL BE ADVISED THAT THE 2 REOUIRED RELATIVE COMPACTIONY IS NOT BEING ATTANED AND THAT MHE MATERULS OR PROCEDLJRES OR SCALE 8. ALL CONCRETE BE COMPOSED OF CLASS B 5 SACK CEMWENT, CEMENT CONTENT OF 470 OV CALIF 80TH, IF NEEDED, NEED ADUE ASPHALI CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE YD., AND A MAXIMUM MATER/CEMENT RATIO OF 0.500 UNTIL THE CONTRACTOR HAS NOTFIED THE CITY ENGINEER OF THE ALJUSTUENT THAT WILL BE MADE IN OROER TO MEET THE REOUIRED COMPAC FF ANVY SUCCESSIMVE TEST AFTER NOTICE IS GMVEN DOES AGENT SHALL BE APPUED TO NEW ASPHALT CONCRETE PAVEMENT AN ACCORDWCE NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REFRRESENTED BY THAT LOT SHALL &E REJUVEMATING WITH THE PROVSIONS FOR FOC SEAL SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF REMOVED AND REPLACED WTTH MATERAL THAT MEETS THE AN-PLACE DENS/TY REOUIREMENTS. STANOARD SPECIFICAT?ONS, CURRENT EDITON, AND THE STATE OF TRANSPORTATION STANDARD SPECIAL CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER JTRANSPORTATON 'ity Recore Records No.
<f t Z 2 N g 22 _23 955 ) O0 ECR C C 10+40.00 ECR 1 g k 2 1+14.01 PH. BDY, S G.8. 765.25T BDY. G.8. 765.15 MATCH 0 MATCH EX. 11+140 BEGIN PH. 2 CONST. PHASE BDY. PHASE BDY 11+89.50 11+89 G.B. 766.33 G.8. N 766.33
&l
)
(
)
s
5 3
td
N
o
>(
&
1Ix
Tu
z
q
A
A 1644251
S
8
16+97.61
60'R/W
BVC: 18+44.01 BVC: 18+44.01
778.26 778.26
EVC: 18+94.0 00 EVC: 18+94.01
&R 778 94- 778.85
19+43.02 BCR
19+43.02 BCR 19+43.02 8CR
779.40 779.13
/ i
778.51 ECR T
(
D
SAN JOAQUINENGINEERING INC. TREET IMPROVEMENT P
Civil Engineering &Land Dev TRACT 7141 PHASE 2 Ces
200 NEW STINE ROAD SUITE #175 BAKERSFIRLD BEAVER HEAD AVENUE yPHON PHONB/FAX: (881)336-0977
BDAWSON@SJE2INC,NET
Z 0 g 25p _26 y 855 10+40.00 ECR 10+40.00 ECR 11 mZ O BVC: 11+14.0 BDY. 11+14.01 PHASE 1 758.84 PH. BOY. G.8. 758.90 MATCH EX. PHASE 2 MATCH EX. 11+14.01 BEGIN PH. 2 CONST. PHASE BDY. PHASE BDY. EVC: 11+64.0 759.38 N 3 g
)
6 $
3
B ()
D
s
)
U
iTl! O
&
I 4+91.51 G.B. R34.08 0 764.08
IT&
g
U
8
17+93 51
1+s
19+43.02 BCR 19+43.02 BCR
19+43.02 BCR 9+43.02 BCR
769.95 769.68
g
T
770.4J ECR 769.06 ECR
22
6S5
N
PEGG
q
JOAQUIN ENGINEERING, INC STREET IMPROVEMENT
Engineering &Land Developiment Seryiq .ces
TRACT 7141 PHASE
cX 03306 200 NEW STENE BAKERSFIELD CHUKCHANSI AVENUE PHONE/FAX: (661)338-0977
@SJE2INC;NET
< J r1 & e @ 15+39 792.72 8 D 15+84.58 EC 2 79.58 789.58 PHASE J 16+40.18 16 18 16+40.18 BVC: 16+43.48 PH. BDY. BVC: 16+43.48 PAASE BDY. IT T PHASI PH. BDY. 785.68 785.68 T785 45 16+40.18 BEGIN PH. 2 CONST. PHASE BDY. 55_2 17+13.68 +68.48 / 779.95 779.95 17+81.03 779.40 ECR / 779.13 BCR
18+38 43I
BVC: 18+48.48 BVC: 18+48.48
778.51
/
48.48 ECR
/ EVC: 18+98.48 99 S
X
/
D
s0lr/w
20.43 BVc: 20+38.48 BVC: 20+38.48 1I
$
771
20+88.48 BCR
20+78.40
EVC:20+88.48 '0+88.
N 7 770 f 770.43 770.43
769.95 ECR
/
769.68 BCR
21+68.48 ECR 21+68. G.8. 769.06 769.06
21P7B 83
t 8
8
_22438 43I
$
s
23+18.65 TRACT BD 23+18.65 TR. BOY. TR. BDY, END PH. 2 CONST. 766.06 766.06 23+18.65 TRACT BDY. MATCH EX MATCH EX.
TRACT 6383 PHASE 3
9 6
;
V
g
8
g
s
8 g
S
SAN JOAQUINENGINEERING, INC. STREET IMPROVE
Civil Engineering& Land Development Sery ices
TRACT 7141 PHASE 2
STINE ROAD SUTTE #175 CA 93309 SETH ALEXANDER WAY Phone/FAX: (861)336-0977
EMAIL: BDAWSON